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Steel and Composite Structures
  Volume 13, Number 5, November 2012 , pages 409-421
DOI: https://doi.org/10.12989/scs.2012.13.5.409
 


Shear strength formula of CFST column-beam pinned connections
Seong-Hui Lee, Young-Ho Kim and Sung-Mo Choi

 
Abstract
    Recently, as the height of building is getting higher, the applications of CFST column for highrise buildings have been increased. In structural system of high-rise building, The RC core and exterior concrete-filled tubular (CFST) column-beam pinned connection is one of the structural systems that support lateral load. If this structural system is used, due to the minimal CFST column thickness compared to that of the CFST column width, the local moment occurred by the eccentric distance between the column flange surface from shear bolts joints degrades the shear strength of the CFST column-beam pinned connections. This study performed a finite element analysis to investigate the shear strength under eccentric moment of the CFST column-beam pinned connections. The column
 
Key Words
    shear strength; concrete filled tubular column; pinned connections; width-thickness ratio; yield line method; fem analysis.
 
Address
Seong-Hui Lee : Automobile Examination Division, Korean Intellectual Property Office, Daejeon 302-701, Korea
2Sejin Patent & Law Office, Seoul 135-080, Korea
Young-Ho Kim : Sejin Patent & Law Office, Seoul 135-080, Korea
Sung-Mo Choi : Division of Architectural Engineering, School of Architecture and Architectural Engineering,
University of Seoul, Seoul 130-743, Korea
 

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